No. 3 may work fine. I know Carlson's SurvCE will calculate the proper combined factor based on each instrument setup. The user enters nothing, except...

I've been using Camtasia on my videos. It works pretty well. As I get deeper into video editing I'm finding there are more things I'd like to be able ...

There is really only one way to find out if your estimation of yourself is excessively high. Got to put yourself to the test to find out. Pretty soon,...

I would find it difficult to justify the rent on an office space as a solo operator for all of the reasons Jimmy mentioned. When I go into the field I...

I've wondered if a rental space arrangement could be made for meeting clients. I work from home in an upstairs spare room. It has plenty of space for ...

Didn't study enough, I guess.

Instead of an interview/resume, you could just read about me on facebook.

James Fleming, post: 387885, member: 136 wrote: Yesterday's "cover letter":Hello,Hope you are doing well,I'm pretty much interested in this position. ...

Maybe new State Plane Coordinate Systems can be designed to shift at the origin to keep grid values consistent. Most surveyors won't care that the geo...

I thought it was going to be fixed to ITRF at a particular epoch (which wouldn't be dynamic anymore). Is that not correct?

yes.

My understanding is that in formal parlance "Scale Factor" always refers to the Grid Factor (ellipsoid to projection surface). You'll note that Jim's ...

I used to refer to the combined factor as "combined scale factor" or "CSF", but now I call it simply "combined factor". "Combined Scale Factor" implie...

Also an important part of metadata. On that note, remember that area is a linear unit squared, so the CSF is squared for area scaling.

Unless your State has some specific statutes that prevent it, you probably have a lot of leeway in how you document your surveys. The important, make ...

From your comment above, it sounded like you might be looking to edit the antenna height after exporting the data. I guess I misread.

You'll need to be careful with that. Are the exported vectors mark to mark or phase center to phase center?

There was a surveyor in these parts (East Texas) that used a chain in the 1930's-1970's with more precision than many surveyors with EDMI in the 1990'...

Type ea at command line for enter and assign. Point numbering will follow settings in point defaults.

I like the coordinate transformation utility. So handy for comparing survey ties to record information (provided the record calls are pretty tight).